07-105-0093!
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EXIST. FIRE MAIN—�I
TO REMAIN
NI
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SPRINKLER HEAD SCHEDULE
AREA SERVED
MFR. Sc
MODEL NO.
ORIFICE
SIZE
CONFIGURATION
TEMP.
RATING
REMARKS
AREAS WITH
DROPPED
CEILINGS
(ORDINARY HAZARD)
VIKING
MICROFAST
MODEL M
VK302
1/2"
K=5.5
RECESSED
QUICK RESPONSE
STANDARD
COVERAGE
ORDINARY
WHITE
POLYESTER
COATING
PROTECTION FLOOR FLAN
EXISTING
coVERED
WAL<WAY
I
1/411 = 1
I-0
11
EXISTING '3RANCHLINE
EXISTING 1' NIPPLE
NEW 1" ELBOW
II n I EXISTING PENDENT FIRE
LL"Li SPRINKLER HEAD TO BE
REMOVED.
NEW CONCEALED
SPRINKLER HEAD.
CENTRAL i� BV-4
STANDARD SPRAY.
*ARMOVER GREATER THAN 24" IN
LENGTH SHALL BE SUPPORTED BY
A HANGER.
RELOC"HTION DUAIL
N.T.S.
BRANCHLIKE
ECH-TYPE
TEE +
1" ARMOVER-\
AL.r-'
NEW CONCEALED
SPRINKLER HEAD.
CENTRAL # EV-4
STANDARD SPRAY.
*ARMOVER GREATER THAN 24" IN
LENGTH SHALL BE SUPPORTED BY
A HANGER,
ARMOVER DETAIL
N.T.S.
FIRE I ROTECTION NOTES
CENTER I SEAM
LOAD cLAk4P
ALL THREADED
HANGER ROD
1. ALL P!P!NG,HANGERS,SUPPORT METHODS AND SPRINKLER HEADS TO BE
INSTALLED IN STRICT ACCORDANCE WITH N.F.P.A. 13. AND ALL LOCAL
CODES AND ORDINANCES.
2, SPARE SPRINKLER HEADS AND WRENCHES SHALL BE PROVIDED IN
ACCORDANCE WITH N.F.P.A. 13.
3. FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING
ALL PERMITS AND COORDINATION TO AVOID INTERFERENCE WITH THE WORK OF
OTHER TRADES.
4. ALL ARMOVERS TO INDIVIDUAL SPRINKLER HEADS SHALL BE ONE INCH
PIPE SIZE.
5. HANGER SPACING AND METHOD SHALL BE IN ACCORDANCE WITH N.F.P.A. 13.
REQUIREMENTS.
G. ALL RATED WIALLS TO BE PROPERLY SLEEVED AND SEALED WITH APPROVED
FIRE AND SMOKE STOP MATERIAL.
7. PROVIDE AUXILIARY DRAINS FOR ALL TRAPPED PIPING SECTIONS AS REQUIRED.
s. ALL WORK SHALL BE IN ACCORDANCE WITH N,F.P.A. 13 STANDARDS AND IN
CONFORMANCE WITH ALL LOCAL CODES AND ORDINANCES AND COMPLY WITH
BUILDING STANDARD REQUIREMENTS.
9, DESIGN CRITERIA:
DESIGN CRITERIA SHALL BE BASED ON N.F.P.A. 13
LIGHT HAZARD,.10 GPM PER SO. FT. DENSITY, MINIMUM
1500 SO. FT. REMOTE AREA, 100 GPM HOSE ALLOWANCE.
(TYPICAL FOR ALL OTHER AREAS)
10.000RDINATE ALL SYSTEM ZONE SHUT -DOWNS WITH OYVNER'S REPRESENTATIVE
MINIMUM OF 43 HOURS PRIOR TO COMMENCEMENT OF WORK.
11 .ALL PIPING ABOVE GROUND SHALL BE L IGHTWALL THREADABLE STEEL
PIPE FOR 2" AND SMALLER, ROLL AND GROOVED SCHEDULE 10 STEEL PIPE
FOR PIPING 2 1/2" AND LARGER. ALLIED XL AND ALLIED SCH. 10 OR
APPROVED EQUAL.
FITTINGS FOR PIPING 2" AND SMALLER SHALL BE MALLEABLE IRON,
150 PSI RANDED,THREADED,BLACK.ANSI ■ 15.3.
FITTINGS FOR PIPING 2 1 /2" AND LARGER SHALL BE MECHANICAL COUPLING
SYSTEM AS MANUFACTURED BY VICTAULIC CORP,OR GRINNELL CORP.
"GRUVLOCK".
ALL FITTINGS SHALL BE FROM SAME MANUFACTURER.
12 T HE WORK THAT IS TO BE DONE UNDER THIS CONTRACT INCLUDES THE FURNISHING
OF ALL LASOR,MATERIALS AND EQUIPMENT ,PERMITS,FEES,INSPECTIOt,S.TESTS,
INSURANCE,ETC. REQUIRED FOR THE COMPLETION OF FIRE PROTECTION SYSTEM
SHOWN ON THE DRAWINGS AND LISTED HEREIN.
13.THE DRAWINGS ARE GENERALLY DIAGRAMMATIC.THEY DO NOT SHOW EVERY
BEND,OFFSET OR OTHER FITTINGS WHICH MAY BE REQUIRED FOR THE INSTALLATION
IN THE SPACE ALLOCATED, OR FOR COORDINATION WITH OTHER TRADES,
VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOBSITE PRIOR TO
FABRICATION OF PIPING AND INSTALLATION OF EQUIPMENT AND MATERIALS.
14.ALL WORK SHALL BE IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE.
N.F.P.A. 13, 24, 25 , 101. 231C AND IN ACCORDANCE WITH
ALL LOCAL CODES AND ORDINANCES.
15. ALL WORK SHALL BE PERFORMED BY STATE LICENSED AND CERTIFIED PERSONNEL IN
ACCORDANCE WITH FLORIDA, ADMINISTRATIVE CODE 4A-46 ik 4A-42.
SUBMIT TO OWNERS REPRESENTATIVE AS BUILT DRAWINGS, OWNER'S MANUAL
MAINTENANCE MANUALS,
16. COORDINATE FIRE SYSTEM SHUTDOWNS WITH OWNER'S REPRESENTATIVE MINIMUM OF
46 HOURS PRIOR TO COMMENCEMENT OF WORK.
STEEL I BEAM
OR LIAR JOIST
ALL THREADED
I! N LR ROD
NUT
CLEVIS HANGER
::�\\
PIPE O.D.
PIPE �� I
'01/pOTTOM TEAM
,LAYiP W/ LOCK NUT
ALL THREADED
HANGER ROD
FASTED! E RS
N.T.S.
ALL FASTENERS SHALL BE LISTED
FOR THEIR INTENDED SERVICE
ALL THREADED
HANGER ROD
NUT
ADJUSTABLE SWIVEL
LOOP HANGER
PIPE
PIPE HANGER
N.T.S.
ALL HANGERS SHALL BE LISTED
FOR THEIR INTENDED SERVICE
IRE FROTEC TION LEOENI
G HNEW EAD PENDENT TYPE SPRINKLER
E EXISTING UPIGHT SPRINKLER HEAD
TO BE REMOVED
POINT OF CONNECTION BETWEEN
NEW AND EXIST. PIPE
- — — EXISTING SPRINKLER PIPING
NEW SPRINKLER PIPING
•G•• ••• . . •l••• •..
• • G G • f GUi1•
Y • • i 10,9L G • • •
4 • Y •N ••• • • -
CONC. SLAB
••• G G G y U Y G W G U U y•
••f, • • v G
" '1b ,.� V „"I of V • • U U
..! it
DROP IN ANCHOR
ALL THREADED ��..
HANGER ROD
POWDER DRIVEN STUDS MAY RE
USED IN LIEU OF LISTED CONCRETE
INSERTS WHERE APPROVED WY
STRUCTURAL ENGINEER
ALL HANGER RODS, HANGERS,
FASTENERS, ETC. SHALL RE
PROVIDED WITH FACTORY APPLIED
CORROSION PROTECTION COATING
GENERAL NOTES:
1.
ALL WORK TO BE DONE IN ACCORDANCE W!TW THE SOUTH FLORIDA BUILDING CODE,
STATE 41d0 LOCAL ORDINANCES.
2.
BUILDING DRAINAGE SYSTEM TO BE '.",'LOPED AT i/S" PER FT. MIN, FALL FOR 3" PIPE AND
LARGER 1/4" PER FT. SLOPE FOR 2" PIPE SIZE AND 6MALLER DEVIATIONS SHALL BE
APPROVED MY ARCH1tECT/EWSINEER.
3.
PROVIDE CLEAN CUTS EVERY 13 FT. AND AT BASE OF EVERY WAbTESTACK.
ALL CLOSE-OUTS TO M FLUSH MOUNTED.
4,
MATERIAL& SHALL 15E ALL NEW AND AS FOLLOlU*-
A.
DRAINAGE WASTE AND VENT PIPING INCLUOING:
NO WJB CAST IRON CISPI STANDARD 301
ABOVE GROLNG AND CAST IRON NUB, PLAIN END AwTM A-14 WITH NEO-
PRENE GAl5K.ETS UNDER3ROUNO. INSTALL PLASTIC (PVC) P1Pi_*S ONLY WHEN
ITS APPROVED BY LOCAL AUTHORITIES AND NOT TO BE USED IN AIR
RETURN PLENUM.
B.
WATER PIP!h*: COPPER TYPE "L" ASTM 15-55 ABOVE` GROUND AND
COPPER TYPE "K" Ar5TM B-eO UNDERGROUND.
C.
VALVES: 125 PSI NIMCC 9CCTT, STCCKHAM OR EQUAL.
5.
PER O - 1 THE POLLOwING TEST:
A.
WATER PIPINCx SHALL BE SU 15J�ECT£D TO HYDROSTATIC PRE66URE TEST OF
100 P916 FOR A PERIOD OF TIME SUFFICIENT TO EXAM1NE ENTIRE SYSTEM
BUT NOT LESS THAN ONE HOUR
B.
DRAINAG;E eYbTEM: BEFORE IN-5TALLATION OF A -NY DtP-A!N% THE END OF THE
SYSTEM SHALL BE CAPPED E ALL. LINES FILLED WITH WATER TO HIGPEST
POINT 4 ALLO,UFD TO STAND UNTIL INSPECTION IS MADE AND WATER LEVELS
REMAIN CONSTANT.
C.
CORRECT ALL DEFECTS DISCLOSED 15Y ABOVE TESTS.
D.
COMPLETE SYSTEM FIXTURE ! EQUIPMENT $WALL BE GIVEN AN IN SERvIrE
TEST AFTER COMPLETION OF THE INSTALLATION.
E.
STERILIZE ALL WATER LINES WITH A MIXTURE OF (2) POUNDS OF CPLORINATED
LIME TO EACH 1 9 gal. .r WATER (50 PI r OF AVAILABLE CHLORINE.) RETAIN
MIXTURE IN PIPES FOR 24 HOURS AND FLUSH THOROUGHLY WITH POTABLE WATER
BEFORE PLACII,Ira IN SERVICE.
'•
i-LUMOING CON 1 RAC I OR SHALL FURA' 1SH A WRIT TEN G LIA RANT EE THAT ALL PLL!!"!B!NG
Uk3RiC SHALL BE FREE FROM DEFECTS OF MATERIALS AND WORKMANSHIP FOR A PERIOD
OF CONE YEAR FROM DATE OF FINAL ACCEPTANCE, AND THAT WE WILL, AT HIS EXPENSE,
RZEPAIR AND REPLACE ALL WORK WHICH BECOMES DEFECTIVE DURING, GUARANTEE PERIOD_
'I.
CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF EXISTING UTILITIES AND PO!NT'S OF
CONNECTION BEFORE COMMENCING ANY WOWS -
APPROVED FOR
r"S,
PLUMBING CCNII ACTOR !MALL PAY ALL FEES, INSPECTION AND CONNECTION
CHARGES REQUIRED.
BUILDING PERMITTING PURPOSES
s.
SUBMIT 'SHOP DRAWINGS TO ENGINEER FOR APPROVAL OIL ALL ECUIPMENt
BY MIIQM1'^i ADE COUNTY FII rE DEP^ RTWEN1
MATERIALS AND LAYOUTS PRIOR INSTALLATION.
FIRE PROTECTION C.0I`jTR,,t-,(7 rc), 'S
10,
OFFSET PIPING AS RSOU'IRE-0 TO CLEAN BUILDING STRUCTURE, DUCTWOM:, ETC.
V4;;,JG'K!,,"" f� r`,.',� ;" i;'-rF NFPA 13
AS S14OLLIN ON DRAIIINC*S AND AS REQUIRED BY FIELD CONDITIONS.
S. ALL E `: AHPr:uVA(_
To I,rliPA';"Z T T
11.
PLU"!BINC-t CON i RACTOR SHALL FUF;441,SH AND INSTALL A/C CONDENSATE DRAIN
BEFORE F� ,'� �" l K rry 1
R
DRE� f IV Y
AND TP^P' SEE A/C PLANS FOR LOCATION OF UNITS AND DRAINS.
INSTALL'CD OR EDSTEM
12.
PLI~"51t4 CONTRACTOR SHALL VERIFY ALL SPACE CON'r)!TIONS AND DIMENSIONS
AT JOB SITE PRIOR TO FA&RICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT.
DATE.2 B
13.
COORDIMATE WORK WITH OTHER TRADES,
14,
FURNISH AND INSTALL FIXTURES AS SPECIFIED I`JJ SCHEDULE, THIS DRAWING.
15.
EACH BAT "ROOM GROUP SHALL BE PROVIDE WITH AIR CHAMt?E-RS OR '.SHOCK
ABSORBER.
1�.
PROVIDE SHUTOFF VALVI= FOR EACH FIXTURE, JUST 150-- ,�� CONNECTING TO FIXTURE.
11.
W ER=V=F2 DISSIMILAR. METALS ARE TO BE JOINED, A DIELECTRIC FITll G
SHALL BE PROVIDED TO CONNECT BOTH TYPES OF PIPES.
11 }�nr• Lnerlinnnrn
uIvlivi Lu Uff ill" L11mli CCI 0 W
Certificate OF Authorization #9692
Jose M. ML.rtinez, P.E. #56018
12651 South Pixie Ii r f. Suite 209 ILL. (305) 255--1n21
Wami, F 1 o r id U- 33156 Fly (305) 255-1732
TO THE REST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS SUDMITTED
Hr_REWITH COMPLY WITH EXISTING INTERPRETATIONS AND FRDVISIONS OF THE
APPLICABLE BUILDING CODES, THIS DRAWING IS THE SOLE PROPERTY OF i
'JMM CONSULTING ENGINEERS -I-C' AND IS AN INSTRUMENT OF SERVICE NOT TO RE
REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION
OF JMM CONSULTING ENGINNERS, LI_C.
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